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Testing Report for 2016-11-16-2-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 072W9604
EFIS: 0715000028
Project ID: 211141
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,60,91,164,605-Var
Work Description: TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Location Description: TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-11-16-2
TL Number from the TL Form: c594913
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 11/16/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2016
The quantity of what the sample constitutes: 33 totes
A brief description of the sample: polyester resin
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: reichhold azusa

Material Information

Mfg. Lot Number(s): 1014493
Batch number: 1014493
Mix number:

Test Information

DIME Test ID: 2016-11-16-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 11/22/2016
Verified Date: 11/22/2016
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 6
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in per min
Sample 1 Width: 0.492 in
Sample 1 Ultimate strength: 2748.33 psi
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 329.8 psi
Sample 1 percent elongation: 56.6 %
Sample 1 Time: 4.21 minute
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate strength : 2615.7 psi
Sample 2 Ultimate Strength Actual: 316.5 psi
Sample 2 percent elongation: 54.6 %
Sample 2 Time: 3.57 minute
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate strength: 2699.59 psi
Sample 3 Ultimate Strength Actual: 328 psi
Sample 3 percent elongation: 56.5 %
Sample 3 Time: 4.14 minute
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate strength: 2633.61 psi
Sample 4 Ultimate Strength Actual: 321.3 psi
Sample 4 percent elongation: 54.1 %
Sample 4 Time: 3.57 minute
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.128 in^2
Sample 5 Ultimate strength: 2533.59 psi
Sample 5 Ultimate Strength Actual: 324.3 psi
Sample 5 percent elongation: 53.6 %
Sample 5 Time: 4.1 minute
Sample 6 Width: 0.497 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate strength : 2773.96 psi
Sample 6 Ultimate Strength Actual: 347.3 psi
Sample 6 percent elongation: 57.2 %
Sample 6 Time: 4.37 minute
Ultimate Strength Average: 2667 psi
Percent Elongation Average: 55 %